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RF-07-216Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-3 358 Permit Number: RF -2-07 -216 Inspection Date: 05/01/2007 Inspector: Grande, Claudio Owner: FEE, JAMES Job Address: 295 94 Street NE Miami Shores Village, FL Project: <NONE> Block: Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060133840 Lot: Phone: 305 - 757 -2612 Building Department Comments re roof MAY 0 2 2001 Passed i Inspector Comments .- , ,� Size :4a—Agl-e-4e0 ., Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 30, 2007 Page 1 of 2 U.S. SOUTH Engineering & Testing Lab., Inc. Project No 9291 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: Permit # °"'F Zvi.- 211' Job Address. Roofing Con Type of Tile. Date Installed. 23 C9- Approximate Roof Height: , feet Roof Pitch: 1 k °- Type of Access to Roof: Scaffolds d''' Ladder Other Approximate Square Footage of Roof: 2- ?CO ft2 Required Testing Force: 35 lbs. Testing Equipment: Chatillion 100 Date Tested. :i }0+ TEST RESULTS P = PASS, F = FAIL Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) 1 S► ._, '5 to'. 26 ► 3 °O ' - 51 a r►) 76 2 _ 1 27 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 83 9 34 59 84 10 35 60 85 11 36 61 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 66 91 17 42 67 92 18 43 68 93 19 44 69 94 , 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 _ 49 74 99 25 50 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TE THIS REPORT • BMITTED BY: Lab Certification # 98- 0608.04 State of FL Certificate Authorization # 4100 Sketch of Roof Job 015 60 q 4S-L Sheet Nuraber Contractor J; Checked By Scale • MOO =MOO= J 1111110 111111111 11111111111111111111 mmummmumeANNEEMEMINIMEMPOImm MINIMMMUMMOMMEMMUMMIMMEMEMEMMME MOMMEMINOMMEMMOMMENEMMINAMMMEMEM OMMMEMEMMAIMMMINANOMMEMEMOMEMEM MEMOMMINIMMERMINEMEMWEEMEEMEAMM MMUMMMEMINIMMMEMMEUMMAMMENWAMM MMUMEMMEMEMOROMMOMMEWAMMMEMME MEINOMMWMONERMINEWMEOMMMEMMEMEMEM MEMEINUMMENEINIMMEMONIMMEMARVIMM mmummummommommummt7ammammeolimm 11111110PORMIII11111111/111 4C.11 MMUMMEMMEMINIMOMMMMEMEMMUWOMMINO IMMEMEMOMMEMMINAMMOMMMEMEMMINIM MEMOMENPIMEMIMEMORMINGAMMEMMAMM milimmEmminim-rammulerrTemeragme-- 11111111,111111111141111111011111 mummusimmilwasimmommimmimm mmummommaimmumminimmummmum milmormaummumommulammumummamm 11011111111111111 I MI 11111111 :Notes: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING JiJ) NMOICEVME1 Permit No. M� PERMIT APPLICATIO1 FEB 0 7 2007 Master Permit No. FBC 2004 u BY..r1±i(.!v Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) Mr. ivIr5 . re e, Phone # Owner's Address c 96 NE 9 4 5-tree City in / / /i ores State F"L . Zip 3 34_ Tenant/Lessee Name Phone # Job Address (where the work is being done) 02 I's' 16 94Lcsq" City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO 1✓ Contractor's Company Name Contractor's Address Zip Phone # y�,, V City A / / J a,n l horn. State FL. Zip 1 /, E3 Qualifier Name o S D. C Z° N O Li r Phone !,,# Certificate of Competency No. Phone # State Certificate or Registration No. C.:e, ON' 3D (o Architect/Engineer's Name (if applicable) )1!I1 Value of Work For this Permit °" i 3 3Q ° op Square / Linear Footage Of Work: �� $ ['Alteration ['New 2/Repair/Replace D Demolition Type of Work: DAddition Describe Work: ******* * * * * * * * * * ** * * * * * * * * * * * * * * * * * * ** *Fees * * * * * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning $ Radon $ Permit Fee $ Training/Education Fee $ ( ' DPBR $ * * * * * * * * * ** CCF $ -O CO /CC Techno ogy Fee $ • W Zoning $ Bond S Code Enforcement $ . Double Fee $ Total Fee No7 Due $ See Reverse si I ems.. Structural Review. $ Oct! Atti #- Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS: and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will n t be approved and a reinspection fee will be charged Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 °I, by who is pnally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: . / ' QL 4 r r 0` F� Cep Print: 4411)6171- ,' TtQ I'J �s �- L. j ti My Commission Expires: t ;> , r oII�e �1 �p6 COII 1LIl5 Co., IRG. APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The 'e,: °going instrument was acknowledged before me this .2-7 day of JA-11 , 20" 7 , by ®% /4,18 0- bbeNo iq , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 4i a P. My Commission Expires: * * * * * * * * * * * * ** * * * * * ** 1 r�/ PLT U0 SATE Of ILQIITDA ,,cm-siccTny e 04032,03 UJJIF S .'' "sL 02, 2009 * * * * ,4 R44i6i*ii*o1L4 Co., Inc, Plans Examiner Engineer Zoning ;TATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a true cop of the ,ginal tiled in this ice on 17�'l IARV E3y rn hand and °Mos CLER day of , AD 20', ®7 I Sea/. County Courts D.C. NOTICE OF COMMENCEMENT 1 1111111111111 1111111111111111111111111111111 CFN 2007R013!029 DR 2k 25347 Ps 2437; tins) RECORDED 02/07/2007 15 :27:31 HARVEY RUVIf1p CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE Notice of Commencement must be filed if the Job valuation of $ 2,500.00 anchor more in labor and material. Please file at 22 NW 1st Street, 1st Floor, Miami, Florida (305) 275 -1155 Permit Number: State of Florida Tax Folio Number: County of Dade The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statute, the following information is provided in this Notice of Commencement, Legal description of property and street address: 01gr. ,E MI tn4 I Description of improvement: LMI ',! ` �L�GY Lip 41 l A Owner(s) name and address: Interest in property: Mr.4' P115. rz� 2-qc kW qAI 514" f,tram .,Moms, fi. )j /38 otelier Name and address of fee simple titleholder: Contractor's name and address: ir Surety: (Payment bond required by owner from contractor if any) Name and address: Amount of Bond: Lender's name and address: $ Persons with the State of Florida designed by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statute: Name and address: In addition to himself /herself, Owner designates the following permit(s) to receive a copy of a Lienor's Notice as provided in Section 713.13(1)(b), Florida Statute: Name and address: Expiration date of Notice of Commencement: (the expirations date is one (1) year from the date of recording unless a Mere dote i ecified) rint Owners Nam Sworn to and sum �d oreme this lay of I - .� Personally Knownor Produced Identification Oath taken , 2004- (Signature of Owner) Prepared by: Sandy Hach Address: i1(j04 W A-Di.SO 51— Hl1y, Ft- 330Ld Notary Public, i " ,� Print Notary's Name: ' N -NW/'A A. 1l01f Oath not taken Commission Expires: NOTARY PtBLC.STATE OF FT °RTnA SANDRA D. HART COMMISSION = DD403808 EXPIRES, APRIL 02, 2009 Bonded Thrn Atlantic Bonding Co., Inc. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES � gC�MgVF��j FEB 0 7 zoos �1 BY: Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address ❑ Low Slope ❑ Asphaltic Shingles ROOF CATEGORY ❑ Mechanically Fastened Tile 'I Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof Reroofing ❑ Recovering ROOF SYSTEM INFORMATION ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) ozl Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, ••••• Include dimensions of sections and levels, clearly identify dimensions of�elev elevated pressure zon s � d;locat &A of. parapets. • • • •• 15.32 i) 3 • 1, 17- 1k 3 �I I ropl Ll 11 RIP •••• • • •• • •••• •• •• •• • • • • • • • •• •• •• • • • •••• • •••• •• . • • • •• �vt'S l L�� �r I �� F 9 4r I •:� � r' �lll • • • • • • • • • • • • • • • • 6llr ff a1 f `h7all 7° . i c ' r ; AN G ' „l. L-- r A ,t REGULATIONS 11 Om" FLORIDA BUILDING CODE — BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. . Section E (Tile Calculations) For Moment based tile systems. choose either Method I or 2. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" /3.A-Mg: ('3 G499,-.7.3. �/ Product Approval Mf (P2:4r1g 9' Mg•4'�7 =MrS�� Product Approval Mf ,� (P3 r 9' / x �• L� / 2-11-' 7 Mg: J = M�� Product Approval M PP Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mr required Moment Resistance* Mean Roof Height -; Roof Slope ,I, 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4 :12 30.4 322 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction w th a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. •••• • • •••• Method 3 "Moment Based Tile Calculations Per RAS 127" (PI: x = xw:= ) - W: x cos 0 =Fri (P2: x L = x w: _ ) W' x cos 0 = Fr2 (P3: xL = xw:= l -W: x cos8 =F • • • • • •• • Product Approval F',,,. Product Approval F. • •••• •• • • • • • • •• • •••• • • • •• • r3 ' "-" ",t nppluvai r -•-►w Where to Obtain Information • • • • •••• Description Symbol Y • • • • Where to find • Design Pressure P1 or P2 or P3 • • • RAS 127 Table I or by an engineering analysis prepared by PE base: on ASC 7 • • • • Mean Roof Height H Job Site • • • •• • ••• Roof Slope 0 Job Site 'S Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity Mg Product Approval Attachment Resistance Mf Product Approval Required Moment Resistance M5 Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W =width Product Approval All calculations must be submit ed to the building official at the time of permit application. FLORIDA BUILDING CODE - BUILDING • • • • • •• •••• • •••• • •••• • •••• • •••• •••• • ••'•• • •••• • 15.35 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: r� in) %zT/ Notice of Acceptance umbe og - / ao3 , o� Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): y 1: 1. P2:02a (41. P3:.712.- Maximum Design Pressure (From the Product pproval Specific System): Roof Slope: 12 Steep Sloped Roof System Description Deck Type: Ridge V tilation? __U-112a ?./e 4- Type Underlayment: Insulation: Fire Barrier: Mean Roof Height: 02/ ..&._, -3 - _ 22. t • . • ....1 . • • . ▪ • ..�• _,,s . .... .. • • • . • • • • .. Fastener Type & Spacing: (I %qrl ieLlai f •• of VIC- . ` • . . Adhesive Type: -717./E • • • • • • • • • • Type Cap Sheet: #Ro STN n_• Roof Covering: Type & Size Drip Edge: 15.34 FLORIDA BUILDING CODE — BUILDING 'FEB 05 2003 09:50 FR BRABCO TILE CNTR . M I DACE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20'h Street Boca Raton, FL 33431 435 15 TO 13057588484 P.01 MIAMI -DADE COUNTY, FLORIDA METRO•DADE FLAOLER BUILDING 140 WEST FLAGLER STREET, SUITE [603 MIAMI, FLORIDA 331304563 (305) 375.2901 FAX (305) 375.290 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AlIS). This OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Divisi ' n (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have is product or material tested for quality assurance purposes. If this product or material fails to perform in the ac * epted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke modify, or suspend the use of such product or material within their jurisdiction. BOLA reserves the right to rev.ke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or materi I fails to meet the requirements of the applicable building code, This p Zone oduct is approved as described herein, and has been designed to comply with the High Velocity Hurricane f the Florida Building Code. DES 'RIPTION: Ville, Roll, and Capri Concrete Roof Tile LAB follow REN chang TE ntateri produc with a AD the ex be don 1INSP and sh •••• LING: Each unit shall bear a permanent label with the manufacturer's name or ivo, city, state,&tie ng statement: "Miami -Dade County Product Control Approved ", unless otherwise•rote l hereto.. •• WAL of this NOA shall be considered after a renewal application has been filed' aaai L)•tere has been no in the applicable building code negatively affecting the performance of this proJAti. •••• • )(NATION of this NQA will occur after the expiration date or if there has been &revision or•cttatgg in tilt.... • Is, use, and/or manufacture of the product or process. Misuse of this NOA as an tement+v6cnt • , for sales, advertising or any other purposes shall automatically terminate this Met 'Failure to canrtply y section of this NOA shall be cause for termination and removal of NOA. . • • • • • • • RTISEMENT: The NOA number preceded by the words Miami -Dade Count}L, Florida, ant: j dewed tjy iration date may be displayed in advertising literature. If any portion of the NQ ins di'playe&1t4hel; it shad? in its entirety. CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors Il be available for inspection at the job site at the request of the Building Official. This N consists of pages I through 7. The su i mined documentation was reviewed by Frank Zulotaga, RRC NQA No.: 02- 1205.05 Expiration Date; 12/16/07 Approval Date: 01102/03 Page 1 of 7 E'EE 05 2003 09:51 FR BRADCO TILE CNTR 43515 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Material: Low Profile Roofing Tiles Concrete TO 13057588484 P.©2 1. SCOPE This renews a system using Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Descri2tlon Monier Lifetile LLC 1e. 1614" PA 112 Low profile, interlocking, high pressure Villa & Roll w .. 13" extruded concrete roof tile equipped with one ''A" thick nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Monier Lifeitilc LLC L .e 17" PA 112 Low profile, interlocking, high pressure Capri Tile W.-- 12 3/3" extruded concrete roof tile equipped with one %" thick nail hole and double roll ribs. For dir etsdeik or battened nail -on. mortar aalidhesive'stt• applications. • • • Trim Pieces I = varies PA 112 Accessory trim, concrete;ppf pjeces ttor tgsc •••••• ti se w g varies at hips, rakes, ridges and v4lpy termin ;tjalas. • • varying thickness Manufactured for each titrrpadtle. '. • • •' ••••• •.•••• •• • • •••••• 2.1 SUBMITTED EVIDENCE; Test Aaencv Redland Technologies Red land Technologies Red land Technologies The Center for Applied Engineering, Inc. The Center for Applied Engi. cring, Inc. • • •• •• ••• • • • •• • • • • Test l oontifie Test Name/Report a e •, • • • • 7161 -03 Static Uplift Testing • • • Dec. • N91 Appendix III PA 102 & PA 102(A) 7161.03 Wind Tunnel Testing Dec. 1991 Appendk II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails 94 -000B Static Uplift Testing March, 1994 PA 101 (Adhesive Set) 94.084 Static Uplift Testing May 1994 PA 101 (Mortar Set) NOA Na.: 02- 1205.05 Expiration Date: 12116/07 Approval Data 01/02/03 Page 2 of 7 • • • •••••• • • •••••• 1 B 05 2003 09:51 FR BRHDOO TILE CNTR 43 515 Test Agency Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test identifier P0631 -01 Letter Dated Aug. 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25- 7094 -4 Project No. 307025 Test 1#MDC -761l 25- 7183 -1 25. 7183.2 25-7214-2 25- 7214 -6 528454-2-1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TO 13057588454 Test Name/Report Date Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Physical Properties Sept. 1994 PA 112 Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, New Construction)D Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/RerooI) Wind Driven Rain Oct. 1994 PA 100 Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March.195 • • PA 102 . . . (1 Quik -Drive Screw, Direct DCA) • ; •. •„ (1 Quik -Drive Screw, Batten)" " • • Static Uplift Testing PA 101 Sep. 19%?8 •....• I7ea'Mt. .... ... Aerodynamic Multiplier March; 9 25 -7183 ..'.. ° March 19}: 25 -7094 'February 1996 • •••• ••• April•t99g •• DeMri1 : 1996'• 25 -74% 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -G Aerodynamic Multipliers April 1999 Two Patty Adhesive Sot System April 1999 P.03 NOA No.: 02- 1205.05 Expiration Dates 12/16/07 Approval Date: 01 /02 /03 Page 3 pf 7 • • • • i • • • • • 'FEB 05 2003 09:52 FR BRADCO TILE CNTR 43515 3. LIMITATIONS TO 13057580484 P.04 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS I 12. appendix `A`. Such testing shall be submitted to the Building Code Compliance Office for roriew_ 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30 /90 hot mopped underlayrnent applications may be installed perpendicular to the roof slope unless stated otherwise by the undcrlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Monier Lifetile Villa, Roll, and Capri Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w Tile Profile Welght -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile 9,1 9.51 1,33 1, 42 1,08 • •_ 1.03 • • •. • • .... Table 2: Aerodynamic Multipliers - X. (ft3) •• • •• • • Tile W (ft) ..��, —i • Profile Batten Application Direct ;HMI) lie i Pp pFk pP gtipo Monier Lifetile Villa, Roll and Ca[Sri Tile 0.267 • • A•289 • • • • • • • •• •• Table 3 Tile 3 " :12" 4 ":12" Profile Monier Lifetile Battens Direct Villa, Roll, and Deck !Capri The 557 6.30 5.48 6.16 Restoring Moments due to Gravity • Mg (ft-ibff • 51112" Battens Direct Deck Battens Direct Deck 5.37 6,05 •••••• • • • •.•••• • • •••C••• • •.•.• • • •.... S. •••••• ,M. • •••••• 6 " :12" • 7 ":12:°•dr•. • • •'.greatef•' Battens DirectY•Battens -1574-c7" Deck Deck 5.24 I 5.90 5.09 5.73 NOA No.; 02. 1205,05 Expiration Datec 12/16/07 Approval Date: 01/02'03 Page 4 of 7 • : • • • • • • • • • 'FEB 05 2003 09:52 FR ERRDC0 TILE CNTR 43515 TO 13057588484 P.05 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for y ail -t]n S N stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Monier Lifetile Villa, Roll, and Capri Tile 2 -10d RinaShank Nails 1 -10d Smooth or Screw Shank Nail 27,8 8.8 37,4 11.8 28.8 4.1 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field CI) ........ 1 -10d Smooth or Screw 19,0 19.0 22.1 Shank Nail (Eave Clip) 2 -10d Smooth or Screw 35.5 35.6 34.8 Shank Nails (Field Cii 4 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails (Eave Cli2) 16.4 25,8 21.9 25.8 47.1 47.1 24,3 24.3 7.1 22.9 49.1 24,2 2 -10d Ring Shank Nails 43.t? installation with a 4" tile headlap and fastemers are located a min. of 2✓2- from head of tile 67,5 50.9 Table 5: Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Villa, Roil, and Capri Tile Adhesive 2 See manufactures cam • •nerit a• •rovai for installation requirements Minimum Atta ;itm;t R istanc�••• • 2-°1 • • . • • •• • • 3 Flexible Products Company TileBond Average weight per patty 11.4 grams. Polyfoam Product, In . Avera• ewe' ht .er . at 8 • rams, ••.5• ••••• • • • • •5•• 0555 ••• • • • • • •• •5 •• Table 5A: Attachment Resistance Expressed as a Moment - thl -eNbf) • for Single Patty Adhesive Set Systems 0.00•`. Tile Tile Application Mintmurn.Attacttii4nt 'esrstance • .: 58.614 45.5' Profile Monier Lifetila Villa, Roll, and Capri Tile, 4 Large paddy placement of 54grams o olyProTM'. $ Mediumfiaddy_placement of 24,rems of PoiyPro "". Polyfoem PalyProN Poi cam P01 Pro TM NOA No.t 02- 1205.03 Expiration Date: 12/16/07 Approval bate! 01/02/03 Page 5 or/ • • •'••• • • ••0.00• 5•.:... •••a• •: • •••••• • • • • • • • •FEE 05 2003 09 :53 FR FRADCO TILE CHTR 43515 TO 13057588404 P.06 Table SB: Attachment Resistance Expressed as a Moment - Mr(ft•lbf) for Mortar Set Systems _ Tile Tile Attachment Profile Application Resistance Monier Lifetile Villa, Roll, and Mortar Set' 20.60 Capri Tile 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS Villa MOi IER LIFETILE VILLA CONCRETE ROOF TILE •• • •• • • •••• • • • •• • • ••••••• • •• • • • • • . • • •• • • • •••• •••• • • • • • • •••• •••• I • ••• • • • • • •• •• •• •••. ••• • • • • • • • • • •••• •••a•• • • • • •••• • • • • • •• • ••• • • • • • •• NOA No.: O2- 1205,05 Expiration Date: 12/16/07 Approval Dotal 01 /02/03 Page 6 of 7 -FEB 05 2003 09:53 FR BRHDCO TILE CNTR 43515 TO 13057588484 MONIER LII}ETILE ROLL CONCRETE ROOF TILE • • • • •• • • .0• • • 0000 F.07 600..0. • .6 • • .. • • • .. 41001110* • • • 0 .0010. 6... • . • • . .0.. . • 000 • ..a0 .. 00 *MOO ... • ...l.6. • • 12- 3t5v..: 000 • • • MONI €R LIFETILE CAPRI CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.; 02- 1205.05 Expiration Date: 12/16/07 Approval Data : 01 /02(03 Page 7 of 7 ** TOTAL P GE . 0? f:* MIA M IDDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam.Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed an thgkhas be2tf M • change in the applicable building code negatively affecting the performance of this product. •• • .' • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a ls ' or changg 3g the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endb @nt of Say •• • product, for sales, advertising or any other purposes shall automatically terminate this NOA Ttaituf a to comply: with any section of this NOA shall be cause for termination and removal of NOA. • • • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, F ?orida,•and f Itd�0td by the expiration date may be displayed in advertising literature. If any portion of the NOA isdi� frayed, th �n it' hall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyprog AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH 160 N/A Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A Test Specifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA whi11• • • • • • •••• • • • •• • list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 • •••• • . Results •••• 1.61bs. /f1.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch .. • •. •• . • • • • • • • • • •• • •• • • • • • • •• • •••• • • •.•• ..• • • • .• • •••• • • .... ..• • •. .• +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 I2/28/98 520109 -2 520109 -3 520109 -6 520109 -7 •••• 520191 -1 TAS 101 • 93/02/9$••••• • 520109 -2 -1 ' ' • • • • • •• • • • LIMITATIONS: .... ... • • • • •.•• •••• • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asaambby for fee • ••••• • rating. 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. • • •• • • • • •... • • • •••• • • • • • . 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. �'.; • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. j 1 2 F'= MS W NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 • • INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • . . Table 1: Adhesive Placement For Each Generic Tile • Profile • • • ' • • Two PagrktiWeight per patl 'Min..' ( p Tile Profile Placement Detail Single Paddy Weight Min. (grams) Flat, Low , High Profiles #1 35 . • NPA.' High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan /I': • • Flat, Low, High Profiles #2 24 fsifee '. Flat, Low, High Profiles #3 8 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ... • .• .' • • • • • • • ... . ... • • • .. .. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 • • ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 11 to 23 Optional Ws for steep pitch applications square hushes in contact with the pan tile 2) Turn covers upside down. Place adhesive 112 tn. To 11n. From outside edge of cover tile. Then install t stile. Undetayment Nall through ply cement tom, topper of the nave course cover tile. Abut to second course of pan Wes, Ensure save end of pan nd cover tiles are flush at nave fine. Eave closure (mor arshown) . • • •• • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY •••• • •.•. • • • • •• • •• • • • • . • • •• • • • • •••• •••• • • • • • • •• •••• •••• • • •• •• • • • ••• • • • •• • • • • • • • •••• • • • • •••• • • • a • •• • ••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy (between tile) Paddy (under tile) Single paddy under tile x Si Ingle paddy on under- layment Single paddy on top of tile Eave course 2 in. X 7 in. medium size paddy eave Fascia ' course only Nail through plastic cement Nail through plastic cement Underlayment Single paddy under tile Single paddy between tile 2In. x 71n. medium size paddy eave course only r� 3 in.x3In. Single 41n. ■ paddy on under- layment Single paddy on top of tile Ewe Course Fascia Weems Eave closure Drip edge Single paddy between tile 1Ain.x 3 in. Single paddy on undoriayment Single paddy on top of tile ��nn. 2 ix 7 In. medium Fascsize paddy eave course only ia Eave Closure Eave Course END OF THIS ACCEPTANCE •••• • • • • •••• • • • • •• • •• • • • • • • •• • • 0 • 0000 •.•• • • • • • - • •••• •••• • • ••• • • • • • •• •• •• • • • • • • • • • 0000 • • • • 0000 • • • •. •• • ••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04 /13/06 Page 7 of 7 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the ow�ler and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. _1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. e_2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). XE____3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. T _4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. i'__5. Ponding Water: The current roof system and /or deck of the building may not drain wejl.ogd may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be ap indication b .j1 %tg?ctural distress and may require the review of a professional structural engineer. Pondirtg otter shoVgn the life expectancy and performance of the new roofing system. Ponding conditions may not be pyjtt untl to ptiginal • roofing system is removed. Ponding conditions should be corrected. • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off' Q,ttiat the' mot % not •••• •••• • • overloaded from a build up of water. Perimeter /edge walls or other roof extensions mey 4/kick this.discharge if * • overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow, sLreipOers in accordance with the Florida Building Code, Plumbing. • •• • • • • Y 7. Ventilation: Most roof structures should have some ability to vent natural airflow tt rough the•iiaterior of. • the structural assembly (the building itself). The existing amount of attic ventilation shall rSQt t5e ieduced..It may be. . beneficial to consider additional venting which can result in extending the service life of the roof. • • • Ow er';1 gent's Signature Alaft_0_1 -‘20M Date . ontractor's Signature Property Address Permit Number Rev:1 /20 /2005, Computer Services, Building Department